@article{oai:muroran-it.repo.nii.ac.jp:00008126,
 author = {SUGINOME, Akira and 杉野目, 章 and INO, Satoru and 井野, 智 and ITO, Masayoshi and 伊藤, 正義 and KOMAGOME, Tamaki and 駒込, 環},
 journal = {室蘭工業大学研究報告. 理工編, Memoirs of the Muroran Institute of Technology. Science and engineering},
 month = {Nov},
 note = {application/pdf, For deformation analysis of partially cracked floor members of reinforced concrete, a procedure with some modifications to our earlier system is proposed. Instead of its having relied on that concept of average for the oft-cited effective member stiffness long used thus far at least in ancillary form by the ACI Code, the present system can afford to account for the detail of steel arrangement along a member by treating all its sections assumed attendant on finite difference subdivision for beam analysis. In a consistent attempt, the whole lengthwise sectional variation is considered as well in the long-time case of analysis. Then, a long standing notion of increased modular ratio is adopted, alternatively to the ACI's time-dependent multiplier which is given also in average form by way of direct inclusion of the effect of the creep resistant compression steel. Relative adequacy of the proposed procedure is discussed in comparison of many cases of earlier test results in the literature with deflection estimates by our method and commonly available code methods.},
 pages = {131--142},
 title = {A Procedure for the Analysis of Long-Team Deflection of Reinforced Concrete Members and Its Adaptability},
 volume = {38},
 year = {1988},
 yomi = {スギノメ, アキラ and イノ, サトル and イトウ, マサヨシ and コマゴメ, タマキ}
}